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HomeMy WebLinkAboutNCC221350_Site Plan or Location Map_20220406tL 0 N LO N N 0 N O M 0 W W U) W O U 0 0 U 0 co J TOWN OF KNIGHTDALE CONSTRUCTION PLANS SHEET NUMBER SHEET TITLE CO-0 COVER SHEET CO-1 GENERAL NOTES CO-2 MASTER PLAN BASIS OF DESIGN CO-3 MASTER PLAN BASIS OF DESIGN CO-4 MASTER PLAN BASIS OF DESIGN C1-0 RECOMBINATION PLAT C1-1 TOPO SURVEY C1-2 EXISTING CONDITIONS PLAN C1-3 SITE DEMOLITION PLAN C2-0 OVERALL SITE PLAN C2-1 ENLARGED SITE PLAN C2-2 ENLARGED SITE PLAN C2-3 ENLARGED SITE PLAN C2-4 ENLARGED SITE PLAN C3-0 OVERALL GRADING PLAN C3-1 GRADING PLAN (1 OF 3) C3-2 GRADING PLAN (2 OF 3) C3-3 GRADING PLAN (3 OF 3) C3-4 STORM PIPE AND STRUCTURES TABLE C3-5 RETAINING WALL PLAN (1 OF 5) C3-6 RETAINING WALL PLAN (2 OF 5) C3-7 RETAINING WALL PLAN (3 OF 5) C3-8 RETAINING WALL PLAN (4 OF 5) C3-9 RETAINING WALL PLAN (5 OF 5) C4-0 EROSION CONTROL PLAN PHASE 1 (1 OF 3) C4-1 EROSION CONTROL PLAN PHASE 1 (2 OF 3) C4-2 EROSION CONTROL PLAN PHASE 1 (3 OF 3) C4-3 EROSION CONTROL PLAN PHASE 2 (1 OF 3) C4-4 EROSION CONTROL PLAN PHASE 2 (2 OF 3) C4-5 EROSION CONTROL PLAN PHASE 2 (3 OF 3) C4-6 NPDES PLAN C4-7 EROSION CONTROL DETAILS C4-8 EROSION CONTROL DETAILS C4-9 EROSION CONTROL DETAILS - SCM RISER STRUCTURES C4-10 EROSION CONTROL DETAILS - SCM OUTLETS C4-11 EROSION CONTROL DETAILS - DIVERSION DITCH CALCULATIONS C5-0 OVERALL UTILITY PLAN C5-1 UTILITY PLAN (1 of 3) C5-2 UTILITY PLAN (2 of 3) C5-3 UTILITY PLAN (3 of 3) C5-4 SANITARY SEWER OUTFALL PROFILES C6-1 ROAD A PLAN & PROFILE (STA. 9+50 - 17+50) C6-2 ROAD A PLAN & PROFILE (STA. 17+50 - 26+00) C6-3 ROAD A PLAN & PROFILE (STA. 26+00 - 34+00) C6-4 ROAD A PLAN & PROFILE (STA. 34+00 - 42+00) C6-5 ROAD B PLAN & PROFILE (STA. 9+50 - 16+00) C6-6 ROAD B PLAN & PROFILE (STA. 16+00 - 22+50) SANITARY SEWER FLOW 280 UNITS @ 250 GPD/UNIT = 70,000 GPD GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. 21. TOWN OF KNIGHTDALE CONSTRUCTION PLANS SHEET NUMBER SHEET TITLE C6-7 ROAD C PLAN & PROFILE (STA. 9+50 - 13+50) C6-8 ROAD E PLAN & PROFILE C6-9 ROAD D & F PLAN & PROFILE C6-10 ROAD G & H PLAN & PROFILE C6-11 ROAD I PLAN & PROFILE C6-12 ALLEY 1 PLAN & PROFILE C6-13 ALLEY 2 PLAN & PROFILE C6-14 ALLEY 3 PLAN & PROFILE C6-15 ALLEY 4 & 5 PLAN & PROFILE C6-16 ALLEY 6 PLAN & PROFILE C6-17 ALLEY 7 PLAN & PROFILE C6-18 ALLEY 8 & 9 PLAN & PROFILE C6-19 ALLEY 10 PLAN & PROFILE C6-20 ALLEY 11 PLAN & PROFILE (STA. 9+50 - 18+00) C6-21 ALLEY 11 PLAN & PROFILE (STA. 18+00 - 24+50) C6-22 ALLEY 12, 13, & 14 PLAN & PROFILE C6-23 ALLEY 15 PLAN & PROFILE C6-24 ALLEY 16 & 17 PLAN & PROFILE C6-25 ALLEY 18 & 19 PLAN & PROFILE C6-26 ALLEY 20 & 21 PLAN & PROFILE C6-27 ALLEY 22 PLAN & PROFILE C6-28 ALLEY 23 & 24 PLAN & PROFILE C7-0 SCM 1 PLAN & PROFILE C7-1 SCM 2 PLAN & PROFILE C7-2 SCM 3 PLAN & PROFILE C7-3 SCM 4 PLAN & PROFILE C7-4 SCM 5 PLAN & PROFILE C7-5 SCM 6 PLAN & PROFILE C7-6 SCM PLANTING 1 & 2 C7-7 SCM PLANTING 3 & 6 C7-8 SCM PLANTING 4 C7-9 SCM PLANTING 5 C8-0 OVERALL OPEN SPACE PLAN C9-0 ROAD DETAILS C9-1 ROAD DETAILS C9-2 UTILITY DETAILS (WATER) C9-3 UTILITY DETAILS (WATER) C9-4 UTILITY DETAILS (WATER) C9-5 UTILITY DETAILS (SEWER) C9-6 UTILITY DETAILS (SEWER) C9-7 STORM DRAINAGE DETAILS C9-8 STORM DRAINAGE DETAILS C9-9 PAVEMENT PARKING & SIGNAGE PLAN C9-10 SITE PLAN DETAILS C10-0 LIGHTING PLAN 1­1-0 LANDSCAPE PLAN 1­2-0 LANDSCAPE DETAILS C10-0 THROUGH C 10-29 NCDOT PLANS TOWN OF KNIGHTDALE WATER ALLOCATION WORKSHEET C: A.TE(i,QRY DESCRIPTION POINTS Base Points 1Vla'or Subdivision 15 1 2 Section 2C Residential Architecture (House & To'avnhotise), 15 3 Section 4B Regort Style Pool 2 4 Section 4C Pool Deck 2 5 Section 4E Clubhouse (Bath rocins & Changing rooins only) 3 6 Section 3A Enhanced Landscaping on Forestville Road 2 7 Section 2B Bicretention Pond for stormwater DMT At least one of the BMPs onsitc 5 S Section 4F Certified Playground equipment 4 Section IC Trail Connection 2 TOTAL = 50 POINTS 'SEE CO-2 - MASTER PLAN BASIS OF DESIGN - DESIGN CRITERIA ALL CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH TOWN OF KNIGHTDALE AND NCDOT STANDARDS AND SPECIFICATIONS IF APPLICABLE. CONSTRUCTION DOCUMENTS FOR FORESTVILLE VILLAGE PLANNED UNIT DEVELOPMENT ST. MATTHEWS TOWNSHIP, WAKE COUNTY, NC TOK PROJECT NUMBER ZMA-8-20 ORDINANCE # 21-05-19-001 (SR 2049) VICINITY MAP_ SCALE: 1" = 250' I �Iil chdi k Ln M N, ANT INFORMATION R: ENGINEER/ LANDSCAPE ARCHITECT: SURVEYOR: THERS r BGE, INC ROBINSON & PLANTE, P.C. ETER PARK DRIVE, SUITE B3 5440 WADE PARK BLVD, SUITE 102 970 TRINITY ROAD LE, NC 27560 RALEIGH, NC 27607 RALEIGH, NC, 27607 851 (919) 275-2684 (919) 859-6030 JEFF WESTMORELAND, PLA CONTACT: JAVIER D. JARAMILLO, P.E. CONTACT: STUART E. PLANTE III, P.L.S. SPENCER McNAB, RLA PAVED AREA PUBLIC STREETS = ± 6,913 LF PRIVATE ALLEYS = ± 9,233 LF PUBLIC SIDEWALKS = ± 14,417 LF CURB & GUTTER = ±13,009 LF GREENWAYS = ±350 LF THE CONTRACTOR SHALL OBTAIN A RIGHT-OF-WAY PERMIT FOR ANY WORK WHICH REQUIRES THE CLOSURE OF A TRAVEL LANE(S), PARKING SPACE, OR SIDEWALK FROM RIGHT-OF-WAY SERVICES AT LEAST 48 HOURS IN ADVANCE. IF CONSTRUCTION PLANS FOR PUBLIC AND PRIVATE STREETS OR UTILITIES SHOWN ON THIS PLAN ARE REQUIRED, THEY MUST BE APPROVED BY THE PUBLIC WORKS DEPARTMENT AND PUBLIC UTILITIES DEPARTMENT PRIOR TO ISSUANCE OF PERMITS OR RECORDING OF ANY PLAT FOR THIS DEVELOPMENT. FIELD ADJUSTMENTS TO THIS PLAN MAY BE REQUIRED BY TOWN OF KNIGHTDALE INSPECTOR AS NEEDED DURING CONSTRUCTION. ALL SURVEY INFORMATION PROVIDED BY ESP ASSOCIATES, IN DIGITAL FORMAT ON JUNE 18, 2021, AND SUPPLEMENTAL INFORMATION WAS OBTAINED FROM WAKE COUNTY GIS IN JUNE 2021. ALL PROPOSED CURB AND GUTTER WITHIN PUBLIC RIGHT OF WAY SHOWN ON PLANS TO BE 30" TOWN OF KNIGHTDALE STANDARD CONCRETE CURB AND GUTTER, AND ALL OTHER PROPOSED CURB AND GUTTER TO BE 24" CONCRETE CURB AND GUTTER UNLESS OTHERWISE STATED ON PLANS. ALL DIMENSIONS SHOWN ARE TO BACK OF CURB, UNLESS OTHERWISE STATED ON PLANS. WITHIN THE SIGHT TRIANGLES SHOWN ON THIS PLAN, NO OBSTRUCTION BETWEEN 2 FEET AND 8 FEET IN HEIGHT ABOVE THE CURB LINE ELEVATION SHALL BE LOCATED IN WHOLE OR PART. OBSTRUCTIONS INCLUDE BUT ARE NOT LIMITED TO ANY BERM, FOLIAGE, FENCE, WALL, SIGN, OR PARKED VEHICLE. UNLESS NOTED, ACCESS ROUTE FOR EMERGENCY VEHICLES SHALL PROVIDE AN INSIDE TURNING RADIUS OF 28' MINIMUM. ALL HVAC UNITS SHALL BE SCREENED FROM VIEW OF THE PUBLIC RIGHT OF WAY. CONTRACTOR TO FIELD LOCATE AND VERIFY ALL EXISTING UTILITIES PRIOR TO CONSTRUCTION AND REPORT ANY DISCREPANCIES TO ENGINEER PRIOR TO ANY CONSTRUCTION ACTIVITIES. CONTACT NC ONE AT 811 FOR FIELD LOCATION OF UNDERGROUND UTILITIES. HANDICAP PARKING SPACE(S) AND HC ACCESS AISLE(S) SHALL BE NO GREATER THAN TWO PERCENT (2%) PITCH IN ANY DIRECTION(S) AS PER ADA STANDARDS. PROVIDE SIGNAGE AND STRIPING OF HANDICAP SPACES AS PER ADA STANDARDS. ALL RETAINING WALLS GREATER THAN 30" IN HEIGHT TO INCLUDE SAFETY RAIL OR FENCE. NO RETAINING WALLS ARE PERMITTED IN THE RIGHT-OF-WAY UNLESS APPROVED BY ENCROACHMENT. WC ACCESS RAMPS WILL BE PROVIDED IN ACCORDANCE WITH CITY OF RALEIGH PUBLIC WORKS DEPARTMENT STANDARDS, PROWAG STANDARDS AND ADAAG SPECIFICATIONS ALL RAMPS AND HANDRAILS SHALL BE CONFORM TO ANSI STANDARDS. ALL ABOVE GROUND UTILITY DEVICES (TO INCLUDE BUT NOT LIMITED TO TELEPHONE AND CABLE PEDESTALS, ELECTRICAL TRANSFORMERS, BACKFLOW DEVICE HOTBOX, ETC) SHALL BE SCREENED FROM OFF -SITE VIEW BY EVERGREEN SHRUBS, FENCE, OR WALL. ALL SIDEWALKS MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, HAVE LOW VISION AND PEOPLE WITH MOBILITY DISABILITIES. PEDESTRIAN EXISTING ROUTES AND ALTERNATE PEDESTRIAN ROUTES DURING CONSTRUCTION WILL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHTS OF WAY ACCESSIBILITY GUIDELINES (PPOWAG), 2010 ADA STANDARDS FOR ACCESSIBLE DESIGN AND THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD). IF UNFORESEEN CONDITIONS DEVELOP DURING CONSTRUCTION, REFER TO "TOWN OF KNIGHTDALE UNIFIED DEVELOPMENT ORDINANCE" AND CONTACT PUBLIC WORKS DEPARTMENT FOR FURTHER GUIDANCE. THE CONTRACTOR SHALL CONDUCT THE WORK IN A SAFE MANNER AND WITH MINIMAL IMPACT TO TRAFFIC. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TRAFFIC CONTROL AND SHALL ADHERE TO THE PROVISIONS OF THE MUTCD (MOST CURRENT EDITION). PUBLIC IMPROVEMENT QUANTITIES WATER MAINS SANITARY SEWER STORM SEWER 6" DIP WL = ± 333 LF 8" PVC = ± 3,374 LF 15" RCP = ± 7,307 LF 30" RCP = ± 2,067 LF 48" RCP = ± 39 LF 8" DIP WL = ± 7,712 LF 8" DIP = ± 5,657 LF 18" RCP = ± 3,362 LF 36" RCP = ± 1,049 LF 283 STUBS 283 STUBS 24" RCP = ± 2,970 LF 42" RCP = ± 476 LF TOTAL STORM SEWER PIPE (ALL SIZES) = ± 17,270- ATTENTION CONTRACTORS The Construction Contractor responsible for the extension of water, sewer, and/or reuse, as approved in these plans, is responsible for contacting the Public Utilities Department at (919) 996-4540 at least twenty four hours prior to beginning any of their construction. Failure to notify both City Departments in advance of beginning construction, will result in the issuance of monetary fines, and require reinstallation of any water or sewer facilities not inspected as a result of this notification failure. Failure to call for Inspection, Install a Downstream Plug, have Permitted Plans on the Jobsite, or any other Violation of City of Raleigh Standards will result in a Fine and Possible Exclusion from future work in the City of Raleigh. SITE DATA TABLE PIN # 1754492629,1754585927,1754680519 SITE AREA GROSS SITE/ ROW AREA 52.335 AC / 2,279,930 SF EXISTING R.O.W. DEDICATION (SR 2049 / 2232) 1.065 AC / 46,391 SF LESS TOWN OF KNIGHTDALE LOT (INC EX. ROW) 4.306 AC / 187,569 SF PROPOSED R.O.W. DEDICATION 1.12 AC / 48,787 SF NET SITE AREA (FORESTVILLE VILLAGE) 49.52 AC / 2,157,406 SF ZONING NMX-PUD (NEIGHBORHOOD MIXED USE - PLANNED UNIT DEVELOPMENT) RESIDENTIAL UNITS TOTAL PROPOSED UNITS 280 SINGLE FAMILY 89 TOWNHOMES 191 MAXIMUM DENSITY +/- 6.05 D.U./ ACRE (280/46.26 AC) SETBACKS SINGLE FAMILY FRONT 10' MINIMUM SIDE 3' MINIMUM (LOTS LESS THAN 60' WIDE) REAR 20' MINIMUM (FROM ALLEY CENTERLINE) DRIVEWAY LENGTH 20' MINIMUM (FROM EDGE OF ROW) TOWNHOMES OTHERWISE - 25MAX) FRONT 15' MINIMUM (LOTS THAT FACE FORESTVILLE ROAD, REAR 20' MINIMUM (MEASURED FROM ALLEY CENTERLINE) SIDE 10' MINIMUM BETWEEN BUILDINGS (5' MIN. END UNITS) DRIVEWAY LENGTH 20' MINIMUM (FROM EDGE OF ROW) MINIMUM LOT SIZE SINGLE FAMILY 30' X 100' TOWNHOMES END LOTS 25' X 80' INTERNAL LOTS 20' X 80' OPEN SPACE REQUIREMENT REQUIRED ACTIVE SPACE: 2.495 AC / 108,682 SF REQUIRED PASSIVE SPACE: 2.495 AC / 108,682 SF PROPOSED ACTIVE SPACE: 2.495 AC / 108,682 SF PROPOSED PASSIVE SPACE: 5.56 AC/ 242,194 SF TOTAL OPEN SPACE PROVIDED 8.06 AC / 351,094 SF EROSION AND SEDIMENT CONTROL PERMIT NO. S- WAKE COUNTY ENVIRONMENTAL SERVICES SEDIMENTATION & EROSION CONTROL 919-856-7400 CERTIFICATION STATEMENTS a. TOWN APPROVED STANDARDS SHALL CONTROL. IN THE EVENT OF A CONFLICT OR INCONSISTENCY BETWEEN THESE CONSTRUCTION DRAWINGS AND THE TOWN OF KNIGHTDALE'S APPROVED STANDARDS FOR THIS PROJECT, THE APPROVED STANDARDS SHALL CONTROL. TOWN OF KNIGHTDALE APPROVED STANDARDS SHALL MEAN ALL DEVELOPMENT DOCUMENTS NECESSARY FOR APPROVAL FOR THE PROPERTY INCLUDING, BUT NOT LIMITED TO, ANY SPECIAL USE PERMIT, SUBDIVISION PLAN, SITE PLAN, SUBDIVISION PLAT(S), PHASING SCHEDULE, DEVELOPMENT AGREEMENT UTILITY ALLOCATION AGREEMENT ANNEXATION AGREEMENT, THE TOWN OF KNIGHTDALE STANDARD SPECIFICATION AND DETAILS MANUAL AND APPLICABLE PROVISIONS OF THE NORTH CAROLINA STATE BUILDING CODE. b. PROFESSIONAL DESIGN ENGINEER CERTIFICATION. THESE IMPROVEMENTS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING DRAWINGS AND WITH THE STANDARD SPECIFICATIONS OF THE TOWN OF KNIGHTDALE. I, , PE, CERTIFY THAT THE STANDARD SPECIFICATIONS OF THE TOWN OF KNIGHTDALE HAVE BEEN THOROUGHLY CHECKED AND FOUND TO BE APPLICABLE TO THIS PROJECT. ALL EXCEPTIONS TO THE APPLICABLE TOWN STANDARDS HAVE BEEN PREVIOUSLY APPROVED BY THE TOWN OF KNIGHTDALE AND SAID EXCEPTIONS ARE SHOWN ON SHEET(S) OF THESE DRAWINGS. SEAL BY: PE DATE: CITY OF RALEIGH - PLANS AUTHORIZED FOR CONSTRUCTION Electronic Approval: This approval is being issued electronically. This approval is valid only upon the signature of a City of Raleigh Review Officer below. The City will retain a copy of the approved plans. Any work authorized by this approval must proceed in accordance with the plans kept on file with the City. This electronic approval may not be edited once issued. Any modification to this approval once issued will invalidate this approval. City of Raleigh Development Approval •• Raleigh Water Review Office 6119a»all] ►lIIaI10 WTI»Ct919_1I The City of Raleigh consents to the connection and extension of the City's Public Water System as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # SITE PERMITTING APPROVAL The City of Raleigh consents to the connection and extension of the City's Public Sewer System as shown on this plan. The material and Construction methods used for this project shall conform to the standards and specifications of the City's Public Utilities Handbook. City of Raleigh Public Utilities Department Permit # •• Z O U U W 0 W H Q 0 lalalalala pl DESIGNED BY: TW DRAWN BY: TW REVIEWED BY: JDJ N N CD04 � U n �NUU U mZWW Q C� 00 W � 1 LU 0 J J W W -s z J LU J YUU Li J O IL I— LU W U) LU 0 U MCA R �'''", Q SEAL • • 051656 • IN FOR PERMIT REVIEW ONLY fOK PROJECT NO.: ZMA-8-20 DATE: 03/10/2022 r , ,